Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
T-shaped assembly type node connecting structure of double steel plate-concrete composite shear wall
A T-shaped assembly type joint connecting structure of a double-steel-plate-concrete composite shear wall comprises the prefabricated assembly type shear wall, a concrete structure layer, T-shaped steel connecting pieces, embedded steel plates, sleeves, prestressed tendons, horizontal connecting tendons and the like. The prefabricated assembly type shear wall comprises two steel plates which are oppositely arranged, and the two steel plates are filled with concrete. The penetrating fabricated shear wall is provided with horizontal connecting ribs, two annular blocking rings are arranged at the positions, corresponding to the steel plates on the two sides, of each horizontal connecting rib, the position between the two steel plates is filled with a concrete interlayer, and prestressed steel bars are preset in the shear wall so that the shear capacity of the shear wall can be improved. The node T-shaped steel and the prefabricated shear wall are manufactured into a whole in an assembly type factory and welded to a pre-buried steel plate in an electric welding mode. And after the T-shaped steel is welded stably, grouting materials are preset in the prefabricated grouting hole channels. Sleeves are vertically welded outside the two steel plates and are bonded and reinforced through epoxy resin glue, and the sleeves and the rectangular beams are connected through high-strength bolts and expansive cement.
一种双钢板‑混凝土组合剪力墙T型装配式节点连接结构，包括预制装配式剪力墙，混凝土结构层，T型钢连接件，预埋钢板，套筒，预应力筋，水平连接筋等。所述预制装配式剪力墙包括两个相对布置的钢板，两钢板内填充混凝土；穿透制装配式剪力墙设置有水平连接筋，每个水平连接筋对应两侧钢板位置处设置两个环形阻挡圈，两个钢板间填充混凝土夹层，并在剪力墙中预设预应力钢筋，以提高其抗剪能力。节点T型钢与预制剪力墙在装配式工厂制为一个整体，并运用电焊的方式焊接于预埋的钢板上。待T型钢焊接稳定以后，再在预制灌浆孔道中预设灌浆料。两钢板外均垂直焊接套筒，并用环氧树脂胶粘结加固，套筒与矩形梁之间通过高强螺栓和膨胀水泥相连接。
T-shaped assembly type node connecting structure of double steel plate-concrete composite shear wall
A T-shaped assembly type joint connecting structure of a double-steel-plate-concrete composite shear wall comprises the prefabricated assembly type shear wall, a concrete structure layer, T-shaped steel connecting pieces, embedded steel plates, sleeves, prestressed tendons, horizontal connecting tendons and the like. The prefabricated assembly type shear wall comprises two steel plates which are oppositely arranged, and the two steel plates are filled with concrete. The penetrating fabricated shear wall is provided with horizontal connecting ribs, two annular blocking rings are arranged at the positions, corresponding to the steel plates on the two sides, of each horizontal connecting rib, the position between the two steel plates is filled with a concrete interlayer, and prestressed steel bars are preset in the shear wall so that the shear capacity of the shear wall can be improved. The node T-shaped steel and the prefabricated shear wall are manufactured into a whole in an assembly type factory and welded to a pre-buried steel plate in an electric welding mode. And after the T-shaped steel is welded stably, grouting materials are preset in the prefabricated grouting hole channels. Sleeves are vertically welded outside the two steel plates and are bonded and reinforced through epoxy resin glue, and the sleeves and the rectangular beams are connected through high-strength bolts and expansive cement.
一种双钢板‑混凝土组合剪力墙T型装配式节点连接结构，包括预制装配式剪力墙，混凝土结构层，T型钢连接件，预埋钢板，套筒，预应力筋，水平连接筋等。所述预制装配式剪力墙包括两个相对布置的钢板，两钢板内填充混凝土；穿透制装配式剪力墙设置有水平连接筋，每个水平连接筋对应两侧钢板位置处设置两个环形阻挡圈，两个钢板间填充混凝土夹层，并在剪力墙中预设预应力钢筋，以提高其抗剪能力。节点T型钢与预制剪力墙在装配式工厂制为一个整体，并运用电焊的方式焊接于预埋的钢板上。待T型钢焊接稳定以后，再在预制灌浆孔道中预设灌浆料。两钢板外均垂直焊接套筒，并用环氧树脂胶粘结加固，套筒与矩形梁之间通过高强螺栓和膨胀水泥相连接。
T-shaped assembly type node connecting structure of double steel plate-concrete composite shear wall
双钢板-混凝土组合剪力墙T型装配式节点连接结构
05.08.2022
Patent
Elektronische Ressource
Chinesisch
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